International Journal of IJGE 2015 1(2): 88-92 Geohazards and Environmen t http://ijge.camdemia.ca, [email protected] Available at http://ojs.library.dal.ca/ijge Technical Notes Stability Analysis of Slope under Different Soil Nailing Parameters Based on the GeoStudio Ou-Ling Tang* and Qing-Ming Jiang Chengdu University of Technology, Chengdu 610059, P.R. China Abstract: In order to investigate the influence of different soil nailing parameters on the safety factor of a slope, the slope stability is analyzed by the GeoStudio software with different analysis methods. Soil nailing parameters (such as nail inclination, nail horizontal space, nail diameter and length) that influence the slope stability are analyzed by the Morgenstern-Price method. As the results show, the slope has the highest safety factor when the obliquity of soil nailing is about 15°, the safety factor decreases with the increase of soil-nail horizontal space with an evident acceptable space range of 2 m or less and increases linearly with the increase of soil-nail diameter and length. However when the soil- nail length equals approximately the height of the slope, the safety factor increases slowly. These results can provide a design base for field engineers. Keywords : soil nailing, retaining parameter, safety factor, Morgenstern-Price method 1 Introduction used the FLAC to simulate the change of nail’s Soil nailing is a technique of in-situ ground length, inclination, assigned the way and soil reinforcement which is widely used in the layer parameter to the influence of the horizontal foundations, pit excavations and permanent displacement of foundation pit and the greatest Sun (2007) discussed slopes. Soil nail can help reinforcing the slope by axel strength of soil nailing. the influence of soil nailing parameters on safety interacting with soil, and it can improve the factor by using the orthogonal finite element stability of the slope obviously. Soil nailing strength reduction experimental method. To system has such many special advantages as high reduce the cost of soil-nailed wall of deep flexibility, light structure, simple construction foundation pit and ensure its safety, a model was process, fast construction speed, obvious developed by Liu et al (2006) for its parameter economic benefits and little effect on the optimization. Zhang et al (2010) designed some environment. This technology for the first time shaking table tests and studied dynamic was used in 1972 in the slope excavation of characteristics of soil nailing system with Versailles railway in France and was a success. different parameters. On the basis of the previous Then, after the Paris International Conference in studies, this article analyzes the stability of a 1979, soil nailing technology obtained rapid slope under different soil nailing parameters by development, especially widely used in high the GeoStudio (2007 ) software, which can slope and deep foundation pit engineering ( Gao 1998 ). analyze one slope with different methods Soil nailing system is effective to reinforce simultaneously. A soil slope without the the slope. Therefore, many scholars have studied installation of soil nails is studied with the on it. For instance, Cui et al (2001) used the method of Ordinary, Bishop, Janbu, Spencer and software-Soilnail to investigate the influence of Morgenstern-Price. In addition, the stability of nail parameters on a slope. Ni and Yin (2003) the slope with the installation of soil nails is studied by Morgenstern-Price method. Above all, *Corresponding Author: Ou-Ling Tang, Email: [email protected] , Tel: +86 18782975995 Copyright © Canamaple Academia Services, http://press.camdemia.ca DOI: 10.15273/ijge.2015.02.010 88 Stability Analysis of Slope under Different Soil Nailing Parameters IJGE 2015 1(2): 88-92 this article investigates the influence of different Table 1 The stability calculation results soil nailing parameters on the safety factor, and Whether γ c Safety analyzes sensitivity of each parameter. Method strict or φ/° (kN/m 3) (kPa) factor not 2 Case Study non- Ordinary 18 12 26 0.859 2.1 General situation of soil slope strict non- Bishop 18 12 26 0.868 The slope studied in this article is located in strict Beibei district of Chongqing province, where the non- Janbu 18 12 26 0.855 original landform is a medium low mountain. In strict order to build a highway, construction site is Spencer strict 18 12 26 0.869 excavated and a slope was formed. According to Morgenstern strict 18 12 26 0.872 exploration data, the height of the slope is 9 m -Price and the slope angle is 74.5°. The material parameters of the slope that tested in laboratory are as follows: γ = 18 kN/m 3, c = 14 kPa, φ = 26°, the bond interface strength between soil nail and soil τ is 40 kPa. Figure 1 is a photo of the studied soil slope. As we know, it is a soil slope, and its safety is important. According to “Technical Code for Building Slope Engineering” (GB50330-2013 ), the safety factor of the slope must be more than 1.25. Fig. 2 The failure path of Morgenstern-Price method As the Table 1 shows, the safety factors of the slope calculated by Ordinary method and Janbu method are small. This is due to the two methods that can not meet the balance of inter-slice force and moment conditions. However, the safety factors calculated by Spencer method and Morgenstern-Price method are slightly larger than the first two. The safety factor calculated by Bishop method is very close to the results that calculated by strict slice method, while the Fig. 1 A photo of the studied soil slope Bishop method is a non-strict slice method without considering inter-slice shear force and horizontal force. Bishop method can also be 2.2 Supporting scheme referred to as a "strict slice method" because it meets the rigorous equilibrium conditions ( Zhu et The methods of Ordinary, Bishop, Janbu, Spencer al 2007 ). and Morgenstern-Price are used respectively to We can know that the safety factors analyze the stability of the slope, without calculated by non-strict slice method are installation of soil nails. The results of the safety conservative, while the safety factors that factor are shown in Table 1 . The failure path of calculated by strict slice method are very close Morgenstern-Price method is shown in Fig. 2. and more accurate. Consequently, this paper 89 IJGE 2015 1(2): 88-92 Tang and Jiang utilizes Morgenstern-Price method to analyze the Table 2 The design parameters of soil nailing stability of the slope. Dip The safety factors calculated by above Tier Position Position Diameter Length angle number /m /m /m /m methods are less than 1.25, which shows that the /(°) slope is unstable, and it must be supported. This paper reinforces the slope with soil nail. The 1 1.5 2 15 0.1 7.5 reasonable design parameters that obtained by 2 3.5 2 15 0.1 7.5 analysis are as follows: the distance between the 3 5.5 2 15 0.1 7.5 first row of nail and slope crest is 1.5 m, the 4 7.5 2 15 0.1 7.5 vertical spacing of soil nail is 2 m, the horizontal spacing of soil nail is 2 m, the obliquity of soil nail is 15°, the diameter of soil nail is 0.1 m and 2.3 The basic principle of sensitivity analysis the length of soil nail is 7.5 m. The profile of This article introduces the sensitivity to analyze slope with soil nailing is shown in Fig. 3. The the impact of various supporting parameters on result with failure surface is shown in Fig. 4, the safety factor. The formula is as follows: which case is reinforced with the installation of ∂ design parameters. The design parameters of soil = F( X ) Sx ( X ) i ∂ nailing are shown in Table 2 . xi The finite difference method is adopted for the approximate numerical calculation, due to the safety factor is the implicit function of supporting parameters, which can not be obtained directly by the formula. 3 The Influence of Soil Nailing Parameters on the Safety Factor of Slope 3.1 The influence of soil-nail dip angle In order to analyze the influence of soil-nail dip angle α on the safety factor, the soil-nail dip angles are adjusted to 0°, 5°, 10°, 15°, 20°, 25° and 30°, while other parameters remain the same Fig. 3 The profile of slope with soil nailing as those shown in Table 2 . The relationship between the safety factor and the dip angle of soil nail is shown in Fig. 5. Fig. 4 The result with failure surface Fig. 5 The safety factors under different soil-nail dip angles 90 Stability Analysis of Slope under Different Soil Nailing Parameters IJGE 2015 1(2): 88-92 As can be seen from Fig. 5, the values of demands of engineering design. sensitivity decrease from 0.1 to -0.004 with the 3.3 The influence of soil-nail diameter increase of soil-nail dip angle. The values of sensitivity are very small and the influence of the In order to analyze the influence of soil-nail soil-nail dip angle on the safety factor is not diameter on the safety factor, the soil-nail sensitive. The safety factor increases first and diameters are adjusted to 0.07 m, 0.08 m, 0.09 m, then decreases with the increase of soil-nail dip 0.1 m, 0.11 m, 0.12 m and 0.13 m, while other angle and the curve is a convex parabola. The parameters remain the same as those shown in retaining effect is fairly good and the value of Table 2 .